The following is the complete list of all projects included in the Lethbridge Northern Irrigation District (LNID) under this program. There are six modernization projects
The Lateral H1 Phase 2 will replace an open ditch system that requires daily return flow to operate. This return flow ends up in the Battersea Drain, which is monitored for return flow volumes. The past three years averaged 3,900 acre-feet* of spill annually at the Battersea Drain from Lateral J12, which will be completely removed once this project is completed. The Battersea Drain will cease to be a daily return flow channel for the LNID once this project is completed, with the Battersea Drain only receiving water from the LNID when pipelines are emptied during flushing, drained due to a pipe break, drained at the end of the season, or experiencing an emergency event. The Battersea Drain will however continue to be used for over land drainage in Lethbridge County to convey drainage water to the Oldman River. The Lateral J12 canal itself has other losses due to seepage and evaporation. Another savings of water will be realized from new automated controls being added to upstream infrastructure. The pipeline will be serviced from a location controlled by three gates further upstream on the main canal. In addition, since this project is a high-pressure gravity pipeline, it will eliminate 19 landowner pump systems that service 25 parcels.
This project was constructed in the winter of 2021/2022 and is now in operation.
Phase 2 Initial estimate: $8,000,000.
The Lateral J1 Pipeline will replace an open ditch system and remove other deliveries from an open canal. The return flow is estimated at 100 acre-feet annually. Removing the deliveries from an open canal system reduces the return flows further downstream, as the pipeline will be serviced from a location controlled by three gates upstream on the main canal. This allows for greater efficiency in keeping the water nearer the storage location, reducing reaction time of the system, and reducing the downstream return flows. In addition, since this project is a high-pressure gravity pipeline, it will eliminate 19 landowner pump systems that service 21 parcels.
This project was constructed in the winter of 2022/2023 and is now in operation.
Initial estimate: $1,900,000.
The Lateral K1B project will be a closed gravity low pressure PVC pipeline, approximately six kilometres long and replacing 7.6 kilometres of an open earthen ditch system that requires daily return flow to operate. The return flow that will be saved is estimated at approximately 300 acre-feet* annually. This project will allow reclamation of approximately 23.3 acres of canal and ditches, as well as 8.1 acres of seepage. This project currently services 18 parcels of land with 1,599.3 acres of irrigation.
This project was constructed in the winter of 2022/2023 and is now in operation.
Initial estimate: $2,500,000
*An acre-foot covers one acre of land, one foot deep.
The Lateral K2 project will be a closed gravity low pressure PVC pipeline, approximately 11.6 kilometres long and replacing 10.1 kilometres of an open earthen ditch system that requires daily return flow to operate. The return flow that will be saved is estimated at approximately 500 acre-feet annually. This project will allow reclamation of approximately 69.7 acres of canal and ditches, as well as 17.1 acres of seepage. This project currently services 13 parcels of land with 1,419.9 acres of irrigation.
This project was constructed in the winter of 2023/2024 and is now in operation.
Initial estimate: $7,000,000.
*An acre-foot covers one acre of land, one foot deep.
Piping the Lateral 61C Main Canal from Park Lake towards Coalhurst will allow greater flow control of this canal system. Lateral 61C Phase 1 will involve installation of 6.3 kilometres of PVC pipeline and replacing 4.1 kilometres of open canal. The bulk of the water usage will be better controlled via a multiple gate system in concert with this pipeline, which only releases water from Park Lake upon demand of the large pipelines north of Coalhurst. At the current time, there are difficulties in controlling the amount of water flowing past the highest demand points, which then causes more water as return flow to the river. Having a better controlled system increases efficiency and reaction time for water delivery and keeps water in Park Lake, rather than spilling it through West Lethbridge or through the Lateral C12 spillway. The average annual return flow for this system is 1,100 acre-feet. Piping this part of the main canal should reduce that by approximately 30 per cent. As this is also primarily a concrete canal, further reduction in seepage and evaporation losses will occur.
The Lateral 61C Canal also has a major bottleneck further downstream at the CPR syphon, just before the canal enters West Lethbridge. Controlling the amount of water in this section is crucial due to the limit in the flow of water that can cross through the syphon. Piping Lateral 61C will reduce the need to bypass water to the river prior to this syphon thus reducing the risk of flooding landowners upstream of the syphon.
The project will be constructed in the winter of 2024/2025 and will be in use for the 2025 irrigation season.
Initial estimate: $5,000,000.
The Automation Project is based upon a study that was completed in 2019. Inefficiencies, repairs, and upgrades were identified, and a scheduled plan was created for these upgrades. The changes to the Supervisory Control and Data Acquisition (SCADA) system will allow for better communication and control of water through the LNID System, further reducing the amount of water returned to the river. The end goal is to bring total canal control to the system, which should create at least 500 acre-feet annually in water savings.
This project is currently in the construction phase and should be completed in the winter of 2025.
Initial estimate: $900,000.
*An acre-foot covers one acre of land, one foot deep.
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Ross has extensive executive experience in Operations, Governance, Information Technology and Strategy at the board and senior management level including Mancal Corporation, Mancal Energy, Highridge Exploration and Atlantis Resources. He has worked in Oil and Gas, Coal, Commercial Real Estate, Portfolio Management, Recreation, Retail and Water and Wastewater Treatment. His experience is also geographically diverse having overseen operations in Canada, the United States, United Kingdom and Northern Ireland. Additionally, he has been on the board of companies with operations in Argentina, Azerbaijan, Barbados, Kazakhstan, and Russia. He has served on numerous Public, Private and Not for Profit Boards across a number of industries.
Ross has been active on several industry Boards and committees including the Canadian Association of Petroleum Producers (CAPP) and The Schulich School of Engineering Industry Advisory Council at the Schulich School of Engineering.
Brian is a seasoned Cleantech entrepreneur with a proven history of successfully bringing complex water technologies to the market. With over 25 years of experience, he has led various organizations to achieve significant milestones in the industry.
Having started as the founding CEO of the Pressure Pipe Inspection Company (PPIC) and later taking the helm at the Water Technology Acceleration Project (WaterTAP), Brian’s entrepreneurial spirit has been instrumental in driving innovation and growth within the sector.
He is an active investor in the cleantech sector and has served on many boards including the Ontario Clean Water Agency.
Actively engaged in industry associations like AWWA, WEF, IWA, and ASCE, Brian enjoys collaborating with fellow professionals to promote advancements in the field.
Brian holds an undergraduate degree and a PhD in Physics from Queen’s University, which has provided him with a solid technical foundation. As a member of the Institute of Corporate Directors, he brings valuable insights to corporate governance.